Structural Bolt Design and Connections
Master the math of steel joints. Learn why we check both 'Shear' and 'Bearing' and why Grade 8.8 bolts are the industry standard for high-strength connections.
The Nut and Bolt of Steel Design
Steel buildings aren't welded in a single piece; they are assembled like giant Lego sets using bolts. A bolt in a structural joint fails in one of two ways:
1. Shear: The bolt itself is sliced through by the offset force of the plates.
2. Bearing: The bolt "crushes" the side of the hole in the plate, or the plate itself "crushes" the bolt.
The **Bolt Value** is the smaller of these two strengths. It represents the maximum load a single bolt can safely transfer.
IS 800 (LSD) Formulas
Common Bolt Grades
- Grade 4.6 (Mild Steel): Standard "Black Bolts." They are cheap and reliable for low-load secondary members. The "4" means ultimate strength is $400$ MPa, and ".6" means the yield point is $60\%$ of that.
- Grade 8.8 (High Strength): The workhorse of modern steel construction. These bolts are hardened and can carry far higher loads.
- HSFG Bolts: High Strength Friction Grip bolts. These aren't designed to "bear" against the hole; they are tightened so hard that the Friction between plates holds the joint together.
Clearance and Holes
You cannot fit a $20$mm bolt into a $20$mm hole. Standard construction requires a "Clearance" (usually $2$mm for bolts up to $24$mm). This allows for slight misalignment during assembly on-site. The **Shear Area** ($A_{nb}$) used in calculations is actually the area at the **Threads**, which is roughly $78\%$ of the full diameter area.
Frequently Asked Questions (FAQ)
What is a 'Snug-Tight' bolt?
"Snug-tight" is the tightness attained by a few impacts of an impact wrench or the full effort of a man using an ordinary spud wrench. It ensures the plates are in solid contact. For HSFG bolts, further tightening (Torquing) is required to develop the necessary friction clamping force.